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Full text of "Proceedings of the annual convention"

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26.5.2 Prestressed Concrete 26.5.2.1 Temporary Stresses Before Losses Due to Creep and Shrinkage, at the Time of Appliion of the Prestress (a) Maximum Compression: 55 f'',. (b) Longitudinal stresses in the PRECOMPRESSED tensile zone: 1. Type A

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Full text of "Proceedings of the annual convention"

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Committee 8, Concrete Structures and Foundations: Chairman, J. R. Iwinski. Anniuil Report Summary - Highlights included: — Committee 8 strongly recommends that, when research funds become available, the request made by the Committee several years ago for funding of a project to detcnnine impact stresses Committee News in prestressed concrete bridges be given consideration.

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